STUDY, ANALYSIS AND COMPARISION OF MECHANICAL PROPERTIES OF GFRP RE-BARS WITH STEEL RE-BARS USING ANSYS WORKBENCH FOR BRIDGE APPLICTION.

  • Unique Paper ID: 159535
  • PageNo: 427-431
  • Abstract:
  • In recent years the use of Glass reinforced polymer bars has increased due to its light weight, increased corrosion resistance of structures, greater service life. In this paper the comparison of steel re-bars and GFRP re-bars is performed by varying its diameter and applying boundary conditions in numerical method, ANSYS Workbench, according to the ASTM code. The results of the ultimate Tensile Strength, Ultimate Tensile Strain, Transverse Shear strength, Bond Strength of both steel re-bar and GFRP re-bar are checked with the Literature review results. It is found that the GFRP re-bars is giving more strength compared to steel re-bar.

Copyright & License

Copyright © 2026 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

BibTeX

@article{159535,
        author = {Kalasani Udaybhaskar and Valeti Maneesh and Mikkili Nagaraju and Dasari Divya and K. Supriya},
        title = {STUDY, ANALYSIS AND COMPARISION OF MECHANICAL PROPERTIES OF GFRP RE-BARS WITH STEEL RE-BARS USING ANSYS WORKBENCH FOR BRIDGE APPLICTION.},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {9},
        number = {12},
        pages = {427-431},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=159535},
        abstract = {In recent years the use of Glass reinforced polymer bars has increased due to its light weight, increased corrosion resistance of structures, greater service life. In this paper the comparison of steel re-bars and GFRP re-bars is performed by varying its diameter and applying boundary conditions in numerical method, ANSYS Workbench, according to the ASTM code.
The results of the ultimate Tensile Strength, Ultimate Tensile Strain, Transverse Shear strength, Bond Strength of both steel re-bar and GFRP re-bar are checked with the Literature review results. It is found that the GFRP re-bars is giving more strength compared to steel re-bar.},
        keywords = {GFRP re-bars, Steel re-bar, ANSYS Workbench, Bond Strength, ASTM code},
        month = {},
        }

Cite This Article

Udaybhaskar, K., & Maneesh, V., & Nagaraju, M., & Divya, D., & Supriya, K. (). STUDY, ANALYSIS AND COMPARISION OF MECHANICAL PROPERTIES OF GFRP RE-BARS WITH STEEL RE-BARS USING ANSYS WORKBENCH FOR BRIDGE APPLICTION.. International Journal of Innovative Research in Technology (IJIRT), 9(12), 427–431.

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